System identification of a historic swing truss bridge using a wireless sensor network employing orientation correction

Author:

Cho Soojin1ORCID,Giles Ryan K.2,Spencer Billie F.3

Affiliation:

1. School of Urban and Environmental Engineering; Ulsan National Institute of Science and Technology; Ulsan 689-798 South Korea

2. Department of Mechanical Engineering; Stony Brook University; Stony Brook NY 11794 USA

3. Department of Civil and Environmental Engineering; University of Illinois at Urbana-Champaign; Urbana IL 61801 USA

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Federal Highway Administration 2010

2. Analysis of recent bridge failures in the United States;Wardhana;Journal of Performance of Constructed Facilities,2003

3. Real-time seismic monitoring of the New Cape Girardeau Bridge and preliminary analyses of recorded data: an overview;Çelebi;Earthquake Spectra,2006

4. Lynch JP Sundararajan A Law KH Kiremidjian AS Carryer E Sohn H Farrar CR Field validation of a wireless structural monitoring system on the Alamosa Canyon Bridge The Proceedings of 10th SPIE International Symposium on Smart Structures and Materials 2003

5. Galbreath JH Townsend CP Mundell SW Arms SW Civil structure strain monitoring with power-efficient high-speed wireless sensor networks The Proceedings of International Workshop for Structural Health Monitoring 2003

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